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NTID 46469056
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Inquiry NowCorrigendum Supply Erection in Kotdwar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Supply Erection" in Kotdwar, India.
MUNICIPAL CORPORATION
Kotdwar, Uttarakhand, India
NTID 46469056
- Opening Date : Fri 18th September, 2026
- Closing Date : Fri 18th September, 2026
- ₹ 48244234.00
- NTID 46469056
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
1017000.00 -
Document Cost
5900.00 -
Estimated Cost
48244234.00
BOQ Items Total Items : 32 | Total Qty : 25174.66
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Civil BOQ | ||
| 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 2040 | SQM |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 110.98 | CUM |
| 4 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer-in-charge | 612.46 | CUM |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and 4 shuttering - All work up to plinth level:1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) | 6.46 | CUM |
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